Technical Papers
Dec 31, 2020

Design and Constructability of Novel Extendable Arched Steel Truss Falsework

Publication: Journal of Construction Engineering and Management
Volume 147, Issue 3

Abstract

Formwork is a very important component in the construction industry and can have major impacts on a project’s budget. The process of selecting a suitable formwork system becomes very important in avoiding budget overruns due to choosing an unsuitable system for a project. Despite this importance, the developments for the formwork system are limited to adding accessories to the already existing systems. This was the case until the development of the funicular arch steel truss (FAST) falsework system, which introduced the concept of the funicular arch in developing a new formwork system. The FAST system had some drawbacks that were targeted during the development of the extendable arched steel truss (EAST) falsework system. The EAST system is proven to be more structurally sound than the FAST system and any of the currently commercially available formwork systems in terms of load capacity and satisfying the deflection criteria (span/360). The EAST system also provides higher lateral stability to the formwork system. To understand the advantages of the new EAST system, three case studies were carried out to compare the FAST system, EAST system, and commercially available system, known as the MULTIFLEX girder slab formwork. The results were compared in terms of weight, cost, and erection time. The results proved that the EAST system has a lower erection time than the FAST and the MULTIFLEX girder slab formwork, while it has a higher weight and consequently higher cost than the other two systems; however, it has higher structural soundness and safety factors.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the partial support of the Mohammed Bin Abdulkarim Allehedan Endowed Scholarship, the Scientific Research Fund Program, and the continuous support of American University in Cairo.

References

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Darwish, M., A. Y. Elsayed, and K. Nassar. 2018. “Design and constructability of a novel funicular arched steel truss falsework.” J. Constr. Eng. Manage. 144 (3): 04018002. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001449.
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Elbeltagi, E., O. A. Hosny, A. Elhakeem, M. E. Abd-Elrazek, and A. Abdullah. 2011. “Selection of slab formwork system using fuzzy logic.” Constr. Manage. Econ. 29 (7): 659–670. https://doi.org/10.1080/01446193.2011.590144.
El Sayed, A. Y. A. A., M. Darwish, K. Nassar, O. Elkady, and M. Hussein. 2019. “Testing and strengthening of funicular arched steel truss false-work.” In Advances in engineering materials, structures and systems: Innovations, mechanics and applications, 2364–2369. Abingdon, UK: Taylor & Francis. https://doi.org/10.1201/9780429426506-407.
PERI. 2017. MULTIPROP system, instructions for assembly and use—Standard configuration. Weißenhorn, Germany: PERI.
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Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 147Issue 3March 2021

History

Received: Feb 7, 2020
Accepted: Sep 15, 2020
Published online: Dec 31, 2020
Published in print: Mar 1, 2021
Discussion open until: May 31, 2021

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Authors

Affiliations

Ahmed Yehia El Sayed [email protected]
Graduate Student, Dept. of Construction Engineering, American Univ. in Cairo, New Cairo 11835, Egypt (corresponding author). Email: [email protected]
P.Eng.
Assistant Professor, Dept. of Construction and Building Engineering, Ahram Canadian Univ., 6th of October City 12573, Egypt; Adjunct Faculty, Dept. of Construction Engineering, American Univ. in Cairo, New Cairo 11835, Egypt. ORCID: https://orcid.org/0000-0002-1372-6922
Khaled Nassar, Ph.D., M.ASCE
P.E.
Professor, Dept. of Construction Engineering, American Univ. in Cairo, New Cairo 11835, Egypt.

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